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HomeMy WebLinkAboutzW-0401Setill �i GE ro Q ,3 W A Lrne — QA7 -41M Sea Leve/ Datum of 1929 Drain Pipe, 6 "Dra. < (Hof Incl. rn Br. Qty.) Vs nF See trainage Plan h p k � a pay w r 85 o w ° _-- $ n a z t Jrn. Noria. C/r W I r a z � N a (from co! race A::, v am � r - II 7e, r j z¢ Water Reducinygp Addrfive Est. 400 0 &� I y k � I i h� V,3k./Q'!Vt Sea/ I Br oniFns ( 1 exist Ida. curb to I beQugged 1 I A 20766.00 I 11 Dimensions along A Line also along C Lime Varies — - �— a`V SEC. 3I) -r 03 N.) R. J E., W. rVr• w F FDIV ROAD r) D STATE FED. AID FISCAL SHEET TOTA SHEETS Rdwy. S/. - " (-o OeA nornirra/)� G WASH. n �Z � _ S'A 7'Q do! 56=0 "Ro�W �_ Rdwy, C Line 28=0' lScG�rr Z Q) _3 a ? 6` O" 30 O "Rdwz{ Widenin Exrsf. Bridge A tine m d `o < 3 Sdw'k. 6 ri 1• � M �' a Y � � Exist Exf Gir ®IVo. Side " , �� ' CQI i41 I [~ 2 "6Cc�nduit forinterconnectCagle �= 4 va Instal /Existing 0.02 %Ft Existinc W 1 1 f 2''0Conduif for I//ummatron Cabe Na l Rai ling - -�_�p - - - - - -- -- -- - - - - -_ V h 1 I I ,_ m 5_ /�Ff Crown Lrne r H r" 4- 4'OConduitfor f Rai /ing ( Sta. C22 <2z.5 Pacific /V.W Bel! G✓ htin . Brac%tAnchor¢ e ~Z 2'Cdt. for Num.Cable _ pQ Pull Box. 9 9 9 _ 1 7'i n in,Sc�wk. �. ( in / Z•rCdt 'f'or I 11 Ir I� I� Ir rill Ill UU uU li'I Irll 1 �l U U Junction Box rn Ror /base Interconnect Cable ---- - - - - -- --- - - - - -- - - - -- - ---------------- - - - - -- -- - 1 -- -L- 21f69.3B T_--- III 4=. From -1, -41. - - -- -- be ,n 37' ed 24" Water Main 5`9° I I I I I — - - - - -- h� A ZIf69.OG 15 Lt. I y z- 6 "Cdf. tiDr .S.P. L. I I Exrs l P� to be �rba�rdaned ( ) to be rosta IleG c\ I I Br- ia,C3e Qrain Tyye. S(Typ. ® I C) I l El. 52.22 Intermediate Prer) L -� E/.48.28 2l¢/P.OYo Rdwy. h I �`C Line IY I S 89 °04`x6 "E E� 2- G '46C'onduif for Remolre Existing Bridge EE'oi /ing, Rail Base, 3- _ __ PS.POL- Sidewo/kand portion ofroodway slob. c o�wr�rrll 8o °�� "TyP.a! /Piers 1 ------- - - - - -n �I ° �� TYP. RDW -- .SECTION NEAR INT. PIERS E/. 57.OZ m Ill Rte• Secfiorr shown looking ahead on Sfatronrng III S.lili 43 — ST. 1 l 5 112.A2 1f6906' 1 ll; H23 +06.00 / = rrR lco7 -Sfa. L- 1055 7 0 7 55 I A z2 737.06 Itl IL ( 1 240' -O" 8k. 7'o Bk. ovf Seats_ PLAN Exist Bridge Deck Elevations shown along Exist North Curb Lrne (13'Lt of A- Lrne) are of flack o f Fi2vt Seat of Pier-6 105 and at f' of Piers 2, 3 0 4• Instal /existing Br_ Rai /rng on Nevi North Side Rail Base - — -- - 7spcs. S tr-uc fore EXCauQ Pion Class A Vs ca. Yoe Steel Rernforcrng Bars 43,000 Lbs. Concrete C /ass B 85 Cu. Yd Concrete C /ass AX 145 e h Supers tr'uC fore - S. W. 43rd- 524. I-1-Xing - Widenrrrg JN � Ibwns(bufs I (6 Lin. F7'. Water Reducinygp Addrfive Est. 400 Collar, Removing POrTloZ of Exisfrrrg 8ridge /fib. 1671133 Lump Sum 24 "Dia. 41/c`ter Pipe 1n5tdt11dfion 240 Lin. F"7-, Wafer Pipe Hangers // On /y LOADING: HO-ZO OR TWO e4 AXLE. P 4 -C S• Ul III F 7.00 - /7.0'Approx. (,tibn. Vert. C/r.) Elev z0.0 � os p. all F�gs. Piers 2, 3 e 4 ELEVr4TION Stationings shown are along LZ C Line. Field measure rail post /ocafion txfore removing rail base C�17 C;ENERAL. NOTES All material and work shall be in accordance with 1-he requirements 07A' 117C WOSI?fngt0c7, 0--raarfinen7' of Highways, Standard Sp,oeeci7=rcatrons Fnr Road and Bridge Construction, dated 1972. Foofrngg elevations and substructrtrB details are subje� ¢ 7'o chaoge dependrng upon Foundation maferra/ encountered. Reinforcrrrg sfer =lfbr 10007'rr7gs, columns and end piers Sha/I not be cut unfit frnat e /evations have been defer - mined in the field, and substructure details have b--en n-14)6(rf1ed as The concrete in the t O1-mgs Shall be C /ass B mix. re /uI iroef/die. r cast rn place concr•,sfe shall be Class AX mix. Falsework shat/ be carefully released to prevent impact or undue stresses Gn fhe structure. The maximum design soil pressure per square 7007' is two and one ha/20 (z %) ¢nos For Piers No. /, 2, 3, 4 and 5. Unless otherwise shown on fhe plans) concrete cover measured From fhe face of the to the face of any r- e,oforcemenf bar shall be z "a7' the fop of fhe roadwagslab), 1 "a7' fhe boftorn of fhe roadway slab and at fhe fop of sidewalks, 2%` of the boffom of" {oofings and I% a all other /ocafions. This structure has been designed rn accordance with fhe rcquiren-)-?nl'°> for• Work Stress Design, /969 AASkIO Specifications and luterirn Specifications 1471 1972. The roadway slab shall not bs poured unti% 24 hor.0-5 minimum Offer pouring the diaphragms, except irn fhe Frrral Pour - Stage the roadway slab sha //be poured with fhe diaphragms. APPROXIMATE QUANTITIES S tr-uc fore EXCauQ Pion Class A Vs ca. Yoe Steel Rernforcrng Bars 43,000 Lbs. Concrete C /ass B 85 Cu. Yd Concrete C /ass AX 145 Cct.Yd< Supers tr'uC fore - S. W. 43rd- 524. I-1-Xing - Widenrrrg Lump Sum Ibwns(bufs I (6 Lin. F7'. Water Reducinygp Addrfive Est. 400 Collar, Removing POrTloZ of Exisfrrrg 8ridge /fib. 1671133 Lump Sum 24 "Dia. 41/c`ter Pipe 1n5tdt11dfion 240 Lin. F"7-, Wafer Pipe Hangers // On /y LOADING: HO-ZO OR TWO e4 AXLE. P 4 -C S• I 2: / s/ °Pe SR 167 MP 17.11 Norma/ 7'o s er67 (ryP.) S.W. 43rd ST. (S. 180th ST.) I Note . `WDte, Mom) KING COUNTY CL 1] - BLOCKING ON END CAPS OR. PLUGS. SHALL BE INSTALLED - SW 43rd ST. UNDERCROSSING 15.00 IN SUCH A MANNER THAT THE 1= 177I1,165 RC-MAIN' CLCAW, - AND ALSO So THAT THEY MAY BE REMOUGO EASILY AT A LATER, DATE LA"i'OUT WASHINGTON STATE HIGHWAY COMMISSION - r$' DEPARTMENT OF HIGHWAYS 5BS OLYMPIA. WASHINGTON R \!�/ 4� i w ` 0 � 3W. 4,5 5T BRIDGE CITY f RENTON MICROFILMED ..I�...N.�... -x- SHEET 12 OF Z? .:P f 34 36 38 32 1J 24 26 28 30